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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2021C058(Parkside at Mason Mill)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
andrew.mccullough@asec-na.com (Andrew McCullough)
Observations/Finding
Summary
*
<p align="left"><span style="color: #000000"><span style="font-family: Helvetica Neue, serif"><span style="font-size: medium"><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">As requested, an ASEC technician was present at the above referenced site for the purpose of conducting a slab on grade and perimeter slab footing inspection for Lot #</span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">28</span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">3.</span></span></span></span></span></span></p> <p align="left"><span style="color: #000000"><span style="font-family: Times New Roman, serif"><span style="font-size: x-large">Slab appeared to consist of #4 rebar rested on three 3" rod chairs spaced at approximately six 6" inches on center. The bottom of the slab was covered with continuous poly vapor barrier lapping with wire mesh placed one 1" from the bottom of slab. Slab preparations appeared to be in accordance with project specifications. The footing evaluation was performed by visual inspection, hand probing and dynamic cone penetrometer (DCP) testing.</span></span></span></p> <p align="left"><span style="color: #000000"><span style="font-family: Helvetica Neue, serif"><span style="font-size: medium"><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">During the evaluation, well compacted fill soils were encountered underlain by residual soils. These soils were found to be capable of supporting the building structure utilizing an allowable soil bearing pressure of 2,000 psf. The footings are the proper depth and width and have been prepared in accordance </span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">with </span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">Southeast Zone, Date 12/08/2015, Carver & Eddington, NPC plan Number 2468.238-2468.237, Pulti Structural Drawling </span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">by visual inspection. </span></span></span><span style="font-family: Times New Roman, serif"><span style="font-size: x-large"><span lang="en-US">Lot #283 is ready for concrete placement. </span></span></span> </span></span></span></p> <p align="left"><span style="color: #000000"><span style="font-family: Times New Roman, serif"><span style="font-size: x-large">See attached DCP/Boring Sheet for full data.</span></span></span></p> <p align="left"><span style="color: #000000"> <span style="font-family: Times New Roman, serif"><span style="font-size: x-large">The superintendent has been notified of these findings.</span></span></span></p>
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